QUESTION 1.75 watershed Area (sq mi) Time Precip UH Results Results Results Agere at min values of P10 of P20 of P30 0.00 0.00 0.00 0.00 0.00 10 OS 120.66 60.33 0.00 0.00 60.33 20 1 324.63 162.81 120.66 0.00 282.98 30 0.75 490.37 245.18 324.63 90.0 660.31 40 584.69 292 35 490.37 243.471026.18 50 612.50 306.231 584.69 367.78 1258 60 591.12 295.56 612.50 438.52 134 70 539.181 269.59 591.12 459.36 1320.09 BO 471.81 235.90 539.18 443.M 121843 90 400.09 200.041 471.81 404.39 1076.24 100 330.87 165.44 400.09 353.86 919.38 110 268.15 134.08 330.87 300.06 765.01 120 213.76 106.88 268.15 248 15 623 19 Rows Deleted for Brevity 330 0.37 0.18 0.491 0.51 1.18 340 0.12 0.37 0.37 0.86 350 0.18 0.09 0.25 0.28 0.51 360 0.12 0.18 0.18 0.43 370 0.03 0.12 0.14 0.29 380 0.06 0.03 0.00 0.09 0.18 390 0.06 0.03 0.00 0.05 0.14 400 0.06 0.03 0.06 0.05 0.14 410 0.00 0.00 0.06 0.05 0.11 420 0.00 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.00 0.00 0.25 0.06 430 Shown is table of unit hydrograph calculations for a 1.75 square mile watershed, with a pulses of rainfal: 0.25. 125, and 0.5 inches What would be the peakate faster of a dimensionless unit hydrograph corresponding to these calculations in subis feet per second peace OD QUESTION 1.75 watershed Area (sq mi) Time Precip UH Results Results Results Agere at min values of P10 of P20 of P30 0.00 0.00 0.00 0.00 0.00 10 OS 120.66 60.33 0.00 0.00 60.33 20 1 324.63 162.81 120.66 0.00 282.98 30 0.75 490.37 245.18 324.63 90.0 660.31 40 584.69 292 35 490.37 243.471026.18 50 612.50 306.231 584.69 367.78 1258 60 591.12 295.56 612.50 438.52 134 70 539.181 269.59 591.12 459.36 1320.09 BO 471.81 235.90 539.18 443.M 121843 90 400.09 200.041 471.81 404.39 1076.24 100 330.87 165.44 400.09 353.86 919.38 110 268.15 134.08 330.87 300.06 765.01 120 213.76 106.88 268.15 248 15 623 19 Rows Deleted for Brevity 330 0.37 0.18 0.491 0.51 1.18 340 0.12 0.37 0.37 0.86 350 0.18 0.09 0.25 0.28 0.51 360 0.12 0.18 0.18 0.43 370 0.03 0.12 0.14 0.29 380 0.06 0.03 0.00 0.09 0.18 390 0.06 0.03 0.00 0.05 0.14 400 0.06 0.03 0.06 0.05 0.14 410 0.00 0.00 0.06 0.05 0.11 420 0.00 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.00 0.00 0.25 0.06 430 Shown is table of unit hydrograph calculations for a 1.75 square mile watershed, with a pulses of rainfal: 0.25. 125, and 0.5 inches What would be the peakate faster of a dimensionless unit hydrograph corresponding to these calculations in subis feet per second peace OD